Juan José Ródenas

Dr. Juan José Ródenas

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Research Focus & Metrics

Academic Career Length

25Years (2002-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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20 March 2008 in International Journal for Numerical Methods in Engineering
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Journal Article
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JRJuan José Ródenas
Juan José Ródenas
Octavio Andrés González-EstradaOctavio Andrés González-Estrada
Octavio Andrés González-Estrada
JTJ. E. Tarancón
J. E. Tarancón
FFF. J. Fuenmayor
F. J. Fuenmayor

30 October 2006 in International Journal for Numerical Methods in Engineering
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Journal Article
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JRJuan José Ródenas
Juan José Ródenas
MTM. Tur
M. Tur
FFF. J. Fuenmayor
F. J. Fuenmayor
AVA. Vercher
A. Vercher

14 April 2013 in Abstract and Applied Analysis
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Journal Article
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ESEnrique Nadal Soriano
Enrique Nadal Soriano
JRJuan José Ródenas
Juan José Ródenas
JAJ. Albelda
J. Albelda
MTM. Tur
M. Tur
JTJ. E. Tarancón
J. E. Tarancón
FFF. J. Fuenmayor
F. J. Fuenmayor
This work presents an analysis methodology based on the use of the Finite Element Method (FEM) nowadays considered one of the main numerical tools for solving Boundary Value Problems (BVPs). The proposed methodology, so-called cg-FEM (Cartesian grid FEM), has been implemented for fast and accurate numerical analysis of 2D linear elasticity problems. The traditional FEM uses geometry-conforming meshes; however, in cg-FEM the analysis mesh is not conformal to the geometry. This allows for defining very efficient mesh generation techniques and using a robust integration procedure, to accurately integrate the domain’s geometry. The hierarchical data structure used in cg-FEM together with the Cartesian meshes allow for trivial data sharing between similar entities. The cg-FEM methodology uses advanced recovery techniques to obtain an improved solution of the displacement and stress fields (for which a discretization error estimator in energy norm is available) that will be the output of the analysis. All this results in a substantial increase in accuracy and computational efficiency with respect to the standard FEM. cg-FEM has been applied in structural shape optimization showing robustness and computational efficiency in comparison with FEM solutions obtained with a commercial code, despite the fact that cg-FEM has been fully implemented in MATLAB.

1 January 2014 in International Journal of Fatigue
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EGEugenio Giner
Eugenio Giner
MSMohamad Sabsabi
Mohamad Sabsabi
JRJuan José Ródenas
Juan José Ródenas
FFF. Javier Fuenmayor
F. Javier Fuenmayor

27 April 2015 in International Journal for Numerical Methods in Engineering
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OMOnofre Marco
Onofre Marco
RSRuben Sevilla
Ruben Sevilla
YZYongjie Zhang
Yongjie Zhang
JRJuan José Ródenas
Juan José Ródenas
MTManuel Tur
Manuel Tur

26 October 2013 in Computational Mechanics
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Octavio Andrés González-EstradaOctavio Andrés González-Estrada
Octavio Andrés González-Estrada
ENE. Nadal
E. Nadal
JRJuan José Ródenas
Juan José Ródenas
PKPierre Kerfriden
Pierre Kerfriden
SBStéphane Bordas
Stéphane Bordas
FFF. J. Fuenmayor
F. J. Fuenmayor
Goal-oriented error estimates (GOEE) have become popular tools to quantify and control the local error in quantities of interest (QoI), which are often more pertinent than local errors in energy for design purposes (e.g. the mean stress or mean displacement in a particular area, the stress intensity factor for fracture problems). These GOEE are one of the key unsolved problems of advanced engineering applications in, for example, the aerospace industry. This work presents a simple recovery-based error estimation technique for QoIs whose main characteristic is the use of an enhanced version of the Superconvergent Patch Recovery (SPR) technique previously used for error estimation in the energy norm. This enhanced SPR technique is used to recover both the primal and dual solutions. It provides a nearly statically admissible stress field that results in accurate estimations of the local contributions to the discretisation error in the QoI and, therefore, in an accurate estimation of this magnitude. This approach leads to a technique with a reasonable computational cost that could easily be implemented into already available finite element codes, or as an independent postprocessing tool.